Skip to main content

Search the Special Collections and Archives Portal

upr000264 85

Image

File
Download upr000264-085.tif (image/tiff; 26.88 MB)

Information

Digital ID

upr000264-085
Details

Rights

This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

Digital Provenance

Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

Publisher

University of Nevada, Las Vegas. Libraries

Los A n geles, May 19th, 191*9 1-733^ Mr* A. E. Stoddard: R e fe rrin g to LVL&WOo. Work Orders 5 9 8 and 598-1, a u th o ris in g d r i l l i n g o f one 13-inch w ater w e ll and in s t a lla t io n o f 20 R.P* subm ersible pump on LVL&WOo. ranch property at Las Vegae, Nevada* Work Order a u th o rity contemplated d r i l l i n g a 12-inoh w e ll* However, a f t e r g iv in g c a re fu l con sid eration to th is m atter, i t was decided that we should d r i l l a l 6 -in o h w e ll so that i f hard d r i l l i n g was encountered, we could reduce to a 1 2 -in c h casing and continue down to the f u l l depth o f the w e ll* A sm aller diam eter than 12-inoh would not permit flo w o f 1800 OPM which we hoped to o b tain and which we re q u ire td ir r ig a t e the upper p o rtio n o f the ranoh. We th erefo re entered in to a o o n tract, O.A. Audit No. 10468, dated October 18, 1948, with B arber—Bridge D r illi n g Oorp. L t d . , f o r the d r i l l i n g o f a lb -in c h w e ll c o n sistin g o f 16-lnch double w e ll c asin g No* 8 gauge with 6 0 f t * o f 20-inoh I.D * con­ductor pipe* However, due to the fa c t pipe manufacturers did not have No. 8 gauge casing in stock, B a rb e r-B rid g e D r i lli n g Corp. fu rn ish ed h ea v ie r casin g No* 6 . gauge at same p ric e o r i g i ­n a lly quoted f o r No. 8 gauge. At a depth o f IM7 f t . a small amount o f a rte s ia n flo w , approxim ately 10 GPM, developed which in creased g ra d u a lly to 20 GPM a t 280 f t . and at t o t a l depth o f 1128 f t . a rte s ia n flo w was increased to 5 0 GPM. The g re a te r p o rtio n o f the e n tire depth o f 1128 f t . con sisted o f varying thicknesses o f la y e r s o f b lu e , brown and grey clay with a few s t r a t a o f lim estone and se v e ra l la y e rs non—water b e a rin g c la y and rooks mixed together* The only m a terial which was consid­ered to be w ater b earin g oth er than th at mentioned above was encountered a t depth o f 7 0 6 to 7 0 9 f t . which con sisted o f a 3 - f t . s t ra t a o f lim estone g r a v e l. Well casing was p erfo rated between 405 *nd 1 1 0 0 f t . e le v a tio n s and no in crease in flow developed. State o f Nevada would not permit us to p e rfo ra te above 400 f t depth. Test o f the w e ll a f t e r p e r fo ra t in g measured 5 0 0PM with p ressu re o f 2 8 -lb s . p e r sq. in ch . Well was capped, v a lv e in s t a lle d and i s now flo w in g 5 0 0PM. Due to the fa c t that very l i t t l e water b earin g s t ra t a were found in the e n tire depth o f the w e ll, the in s t a lla t io n o f the pump i s not warranted as our pumping te sts in d ic a te that the sands produoe only about 5 0 0PM and operation o f a submer­s i b le pump w i l l in crease the flo w only a very sm all amount.